Criterios de diseño sísmico en viaductos de alta velocidad en la zona de Levante
Author(s): |
Jorge Cascales Fernández
Ricardo Rico Rubio Sergio Couto Wörner |
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Medium: | journal article |
Language(s): | Spanish |
Published in: | Hormigón y acero, 1st Quarter 2017, n. 281, v. 68 |
Page(s): | 69-79 |
DOI: | 10.1016/j.hya.2017.02.001 |
Abstract: |
Seismic design criteria for high speed railway viaducts in Spanish Levante areaIn this article the seismic design criteria that was taken into account to design different high speed railway bridges in the Spanish Levante region is discussed. This is one of the areas with more seismic activity in Spain with a peak ground acceleration of 0.29g.No unique solution has been found for all the structures. Each bridge has been studied individually to find the most suitable alternative taking into account seismic forces, maintenance and conservation works. In this article conventional solutions with rigid joints between deck and substructure, bridges with antiseismic devices (dampers and pendulum bearings) and structures with limited ductile behaviour are shown. |
Keywords: |
seismic design isolation damping rigid joint pendulum bearing
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Structures and Projects
Structure Types
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data sheet - Reference-ID
10075412 - Published on:
28/03/2018 - Last updated on:
30/09/2018